PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 03/21/25 EST. NO. 010 TIME 06:11 PM R.E. NAME: DIN DADAWALLA 06-0X2804 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 005 0013 1,209.74 E.W. @ F.A.(+) 021125 N 0015.0 0015 21,171.37 081124 N 271184 22,381.11 TOTAL THIS ESTIMATE 335,569.57 TOTAL PREVIOUS ESTIMATE 357,950.68 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 03/21/25 EST. NO. 010 TIME 06:11 PM R.E. NAME: DIN DADAWALLA 06-0X2804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE B2GNOW NONCOMPLIANCE -10,000.00 005 MISSING CEM 2406&04 -10,000.00 005 MISSING CEM 2410S -30,000.00 005 MISSING CEM 2410 -10,000.00 006 MISSING CEM 2406 -10,000.00 007 RECD CEM 2410S 20,000.00 007 B2G COMPLIANCE 10,000.00 008 RCVD CEM 2410 20,000.00 008 RCVD 2406 20,000.00 008 MISSING CEM 2406 -10,000.00 009 RECD CEM 2406&2404 10,000.00 010 10,000.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 005 MISSING PAYROLLS -5,000.00 006 MISSING PAYROLLS -10,000.00 008 RECD MISSING PAYROLL 15,000.00 009 REL EST 6 5,000.00 010 5,000.00 0.00 TOTAL DEDUCTIONS 15,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2804 TIME 06:11 PM ESTIMATE NO. 010 BID OPENING 08/02/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 03/21/25 LOCATION PROGRESS ESTIMATE 06-FRE-5-60.1/66.2 ----------------- GRANITE CONSTRUCTION COMPANY FRESNO COUNTY ABOUT 21 MILES WEST OF 2716 GRANITE COURT MENDOTA FROM SHIELDS AVENUE OVERCROSSING FRESNO CA 93706 TO MERCED COUNTY LINE FED. AID NO. ACIM-005 (5 )159 COLD PLANE EXISTING PAVEMENT AND RESURFACE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 POSITIVE LOCATION EXISTING SUBSURFACE EA 790.0000 9,480.00 0.000 0 INFRASTRUCTURE 002 LEAD COMPLIANCE PLAN LS 1,400.0000 1,400.00 1.000 1,400 003 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 500.0000 500.00 0.250 125 004 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 150,000.00 98.000 147,000 005 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 2.000 12,000 006 HOURLY OFF-SITE HR 200.0000 4,000.00 7.000 1,400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 007 CONSTRUCTION AREA SIGNS LS 41,575.0000 41,575.00 0.935 38,872 008 TRAFFIC CONTROL SYSTEM LS 938,000.0000 938,000.00 0.985 923,930 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 192.0000 15,360.00 84.000 16,128 010 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,700.00 54.000 2,700 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 35.0000 4,200.00 120.000 4,200 SYSTEM DAY 012 PORTABLE FLASHING BEACONS (EA) EA 585.0000 3,510.00 6.000 3,510 013 TEMPORARY BARRIER SYSTEM LF 29.0000 86,420.00 2,980.000 86,420 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.980 39,200 015 END OF QUEUE MONITORING AND WARNING WITH EA 1,295.0000 103,600.00 75.000 97,125 TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 016 TEMPORARY CRASH CUSHION MODULE EA 110.0000 6,160.00 0.000 0 017 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 1,500.0000 3,000.00 6.000 9,000 018 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 700.0000 2,800.00 4.000 2,800 SYSTEM 019 JOB SITE MANAGEMENT LS 12,000.0000 12,000.00 1.000 12,000 020 PREPARE WATER POLLUTION CONTROL PROGRAM LS 550.0000 550.00 0.750 412 021 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.3500 13,378.50 0.000 0 MATRIX) PROGRAM CAS145 PAGE 2 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2804 TIME 06:11 PM ESTIMATE NO. 010 BID OPENING 08/02/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 5,775.00 34.000 5,950 023 TEMPORARY FIBER ROLL LF 4.4500 22,695.00 170.000 756 024 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 12,500.00 0.000 0 025 STREET SWEEPING LS 171,000.0000 171,000.00 1.000 171,000 026 TEMPORARY CONCRETE WASHOUT LS 750.0000 750.00 1.000 750 027 TREATED WOOD WASTE LB 0.6000 12,480.00 16,506.600 9,903 028 ROADWAY EXCAVATION CY 31.0000 40,300.00 627.820 19,462 029 SHOULDER BACKING TON 90.0000 204,300.00 3,891.510 350,235 030 HYDROMULCH SQFT 0.0500 5,350.00 107,000.000 5,350 031 HYDROSEED SQFT 0.1300 13,910.00 107,000.000 13,910 032 COMPOST (CY) CY 60.0000 38,400.00 640.000 38,400 033 CLASS 2 AGGREGATE BASE (CY) CY 152.0000 16,720.00 25.000 3,800 034 HOT MIX ASPHALT (TYPE A) TON 102.0000 4,998,000.00 50,098.910 5,110,088 035 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 113.0000 2,101,800.00 16,632.095 1,879,426 036 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 037 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.7500 665.00 374.000 654 038 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7500 16,205.00 12,698.000 22,221 039 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 115.0000 10,810.00 101.960 11,725 AREA) 040 TACK COAT TON 1.0000 180.00 165.501 165 041 REMOVE ASPHALT CONCRETE DIKE LF 0.9000 8,667.00 12,564.000 11,307 042 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5000 436,500.00 300,927.330 451,391 043 REMOVE CONCRETE PAVEMENT (CY) CY 500.0000 85,000.00 401.390 200,695 044 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 82.0000 28,700.00 272.000 22,304 (.064" THICK) 045 8" ENTRANCE TAPER EA 850.0000 10,200.00 12.000 10,200 046 8" DOWNDRAIN SLIP JOINT EA 375.0000 1,500.00 0.000 0 047 8" ANCHOR ASSEMBLY EA 350.0000 9,800.00 20.000 7,000 048 REMOVE ENTRANCE TAPER EA 190.0000 2,280.00 12.000 2,280 PROGRAM CAS145 PAGE 3 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2804 TIME 06:11 PM ESTIMATE NO. 010 BID OPENING 08/02/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 REMOVE OVERSIDE DRAIN EA 190.0000 1,520.00 8.000 1,520 050 REMOVE DOWNDRAIN (EA) EA 685.0000 8,220.00 8.000 5,480 051 REMOVE AND REPLACE MONUMENT EA 1,400.0000 18,200.00 12.000 16,800 052 REMOVE PAVEMENT MARKER EA 1.0000 2,670.00 2,668.000 2,668 053 DELINEATOR (CLASS 1) EA 55.0000 8,250.00 0.000 0 054 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 10,745.00 3,067.000 10,734 055 OBJECT MARKER (TYPE L) EA 80.0000 320.00 0.000 0 056 REMOVE MARKER EA 25.0000 75.00 0.000 0 057 REMOVE ROADSIDE SIGN EA 65.0000 4,810.00 57.000 3,705 058 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 15.0000 120.00 0.000 0 BRACKET METHOD) 059 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.2500 4,532.50 332.000 4,067 (0.063"-UNFRAMED) 060 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 8,970.00 610.000 7,930.00 710.000 9,230 (0.080"-UNFRAMED) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.2500 680.00 32.000 680 (0.063"-FRAMED) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 22,220.00 -610.000 -13,420.00 98.000 2,156 (0.080"-FRAMED) 063 ROADSIDE SIGN - ONE POST EA 485.0000 27,645.00 55.000 26,675 064 ROADSIDE SIGN - TWO POST EA 965.0000 16,405.00 9.000 8,685 065 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 95.0000 760.00 5.000 475 METHOD) 066 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 40.0000 35,600.00 887.500 35,500 067 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.0000 162,400.00 2,273.410 159,138 068 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 50.0000 41,500.00 825.000 41,250 POST) 069 TRANSITION RAILING (TYPE WB-31) EA 5,200.0000 31,200.00 6.000 31,200 070 RAIL TENSIONING ASSEMBLY EA 1,000.0000 8,000.00 8.000 8,000 071 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,200.0000 8,400.00 7.000 8,400 072 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,800.0000 24,000.00 5.000 24,000 073 ALTERNATIVE CRASH CUSHION TL-3 EA 38,500.0000 308,000.00 8.000 308,000 074 CONCRETE BARRIER (TYPE 60SD) LF 1,476.0000 144,648.00 97.400 143,762 075 CONCRETE BARRIER TRANSITION LF 2,240.0000 47,040.00 14.500 32,480 (F) PROGRAM CAS145 PAGE 4 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2804 TIME 06:11 PM ESTIMATE NO. 010 BID OPENING 08/02/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 REMOVE GUARDRAIL LF 20.0000 35,200.00 1,700.000 34,000 077 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 6.0000 5,520.00 825.000 4,950 WET NIGHT VISIBILITY) 078 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 325.00 520.000 338 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 079 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 41,600.00 66,160.000 43,004 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 080 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 140,000.00 134,954.000 134,954 (ENHANCED WET NIGHT VISIBILITY) 081 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 4,395.00 4,782.000 7,173 (ENHANCED WET NIGHT VISIBILITY) 082 12" RUMBLE STRIP (ASPHALT CONCRETE STA 23.0000 29,670.00 1,290.000 29,670 PAVEMENT) 083 TRAFFIC MONITORING STATION SYSTEM LS 213,000.0000 213,000.00 0.721 153,573 084 CAMERA SYSTEMS LS 104,000.0000 104,000.00 1.000 104,000 085 MODIFYING LIGHTING SYSTEMS LS 295,000.0000 295,000.00 0.994 293,230 086 MODIFYING TRAFFIC MONITORING STATIONS LS 73,000.0000 73,000.00 1.000 73,000 087 MODIFYING CHANGEABLE MESSAGE SIGN LS 170,000.0000 170,000.00 1.000 170,000 SYSTEMS 088 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 089 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 900.0000 900.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 090 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 091 PRELIMINARY LOCATION EXISTING SUBSURFACE EA 790.0000 9,480.00 0.000 0 INFRASTRUCTURE PROGRAM CAS145 PAGE 5 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2804 TIME 06:11 PM ESTIMATE NO. 010 BID OPENING 08/02/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -5,490.00 11,684,700.57 ADJUSTMENT OF COMPENSATION 0.00 203,958.91 EXTRA WORK 22,381.11 153,991.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 16,891.11 12,042,651.25 092 MOBILIZATION LS 1,300,000.0000 1,300,000.00 1.000 1,300,000 ORIGINAL CONTRACT AMOUNT 13,091,141.00 TOTAL WORK COMPLETED 16,891.11 13,342,651.25 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 15,000.00 0.00 TOTAL 31,891.11 13,342,651.25 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/14/23 100 12/19/23 12/19/23 03/28/25 100 211 5 0 98% 95% PROGRESS IS SATISFACTORY DIN DADAWALLA RESIDENT ENGINEER